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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC ERINJAD GRAMA PANCHAYATH | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.3 L+₹1.1 L (5.63%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical KERALA KERALA | IDUKKI | KERALA | 685501 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L3 | Ranjith T L1 | MOHAMED SAGEER P A L4 | JOHN BOSCO S L2 |
|---|---|---|---|---|---|---|---|
| 1.00LIFT WELL | |||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 57.28 | cum | 335.63 ₹19,224.89 | 287.77 ₹16,483.47 Lowest | 340 ₹19,475.2 | 303.97 ₹17,411.4 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 14.32 | cum | 219.25 ₹3,139.66 | 187.99 ₹2,692.02 Lowest | 230 ₹3,293.6 | 198.57 ₹2,843.52 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.54 | cum | 7,401.39 ₹33,631.92 | 6,346.31 ₹28,837.63 Lowest | 7,400 ₹33,625.6 | 6,703.29 ₹30,459.75 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 56.88 | sqm | 360.29 ₹20,493.3 | 308.92 ₹17,571.37 Lowest | 350 ₹19,908 | 326.31 ₹18,560.51 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.74 | cum | 9,786.02 ₹1,53,992.81 | 8,391.01 ₹1,32,040.93 Lowest | 9,400 ₹1,47,918.4 | 8,863.01 ₹1,39,468.33 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 52.32 | sqm | 940.98 ₹49,232.07 | 806.84 ₹42,213.87 Lowest | 850 ₹44,472 | 852.22 ₹44,588.15 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 7.2 | sqm | 711.76 ₹5,124.67 | 610.3 ₹4,394.16 | 600 ₹4,320 Lowest | 644.63 ₹4,641.34 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 60 | sqm | 783.36 ₹47,001.6 | 671.68 ₹40,300.8 Lowest | 750 ₹45,000 | 709.47 ₹42,568.2 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.72 | cum | 11,916.43 ₹1,15,875.37 | 10,217.74 ₹99,357.3 Lowest | 11,250 ₹1,09,395 | 10,792.48 ₹1,04,946.08 |
Tender Value
₹24.1 L
EMD Value
₹50,000
Closing Date
21 Sept 2026, 4:00 pmClosed
Sanoop A V
O/o Assistant Executive Engineer LSGD Sub Division Mathilakam P O Mathilakam Thrissur PIN 680 685
Lift room
2026_LSGD_868538_2
02/26-27
Open Tender
Civil Works - Buildings
Percentage
270 days
Mathilakam
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
21 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LIFT WELL | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 57.28 | cum | - | - |
| 1.002 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 14.32 | cum | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.54 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 56.88 | sqm | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.74 | cum | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 52.32 | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 7.2 | sqm | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 60 | sqm | - | - |
| 1.009 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.72 | cum | - | - |
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